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CIVIL & ENVIRONMENTAL ENGINEERING

Seismic response modification factor for RC-frames with non-uniform dimensions

, & | (Reviewing editor)
Article: 1923363 | Received 04 Feb 2021, Accepted 26 Apr 2021, Published online: 25 May 2021

References

  • Abou-Elfath, H., Shamel Fahmy, A., & Mohamed Khalifa, K. (2018). Response modification factors of buckling-restrained braced frames designed according to the Egyptian code. Alexandria Engineering Journal, 57(4), 2851–20. https://doi.org/10.1016/j.aej.2018.07.001
  • American Society of Civil Engineers. (2000). Federal emergency management agency FEMA 356/November 2000 prestandard and commentary for the seismic rehabilitation of buildings.
  • CSI analysis reference manual: for SAP2000, ETABS, SAFE and CSiBridge™. (2012). https://www.scribd.com/document/369892088/CSI-Analysis–Reference-Manual–2011–12
  • ECP 203–2007 Egyptian code for design and construction of reinforced concrete structures. (2007).
  • ECP-201. (2012). Egyptian code of practice for calculation of loads and forces in structures and buildings.
  • Elyamani, A. (2016). Evaluation pr seismic response modification factor of reinforced concrete frames in the Egyptian code based on nonlinear static analysis. Cairo University.
  • Fanaie, N., & Shamlou, S. O. (2015). Response modification factor of mixed structures. Steel and Composite Structures, 19(6), 1449–1466. https://doi.org/10.12989/scs.2015.19.6.1449
  • Freeman, S. A. (1990). On the correlation of code forces to earthquake demands. In Proc. 4 Th U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices, ATC-15-3 Report. Redwood City, California.
  • Gamal, M. (2020). The effect of non-uniformity of dimensions on the evaluation of seismic response modification factor for reinforced concrete frames. Cairo University.
  • Güner, T., & Topkaya, C. (2020). Performance comparison of BRBFs designed using different response modification factors. Engineering Structures, 225, 111281. https://doi.org/10.1016/j.engstruct.2020.111281
  • Hart, G. C., Hwang, H. H. M., Krawinkler, H., Kustu, O., Mayes, R. L., Merovich, A. T., Nicoletti, J. P., Nordenson, G. J. P., Shinozuka, M., Theiss, J. C., & Wen, Y.-K. (1995). ATC-34 A critical review of current approaches to earthquake-resistant design.
  • Iranian code of practice for the seismic-resistant design of buildings, standard no. 2800. (2014). Road, Housing and Urban Development Research Center.
  • Kheyroddin, A., & Mashhadiali, N. (2018). Response modification factor of concentrically braced frames with a hexagonal pattern of braces. Journal of Constructional Steel Research, 148, 658–668. https://doi.org/10.1016/j.jcsr.2018.06.024
  • Kita, A., Cavalagli, N., Masciotta, M. G., Lourenço, P. B., & Ubertini, F. (2020). Rapid post-earthquake damage localization and quantification in masonry structures through multidimensional non-linear seismic IDA. Engineering Structures, 219, 110841. https://doi.org/10.1016/j.engstruct.2020.110841
  • Louzai, A., & Abed, A. (2015). Evaluation of the seismic behavior factor of reinforced concrete frame structures based on comparative analysis between non-linear static pushover and incremental dynamic analyses. Bulletin of Earthquake Engineering, 13(6), 1773–1793. https://doi.org/10.1007/s10518-014-9689-7
  • National building code of Iran (2013) Article 9: Design and construction of reinforced concrete buildings (4th ed.). (2013). Ministry of Housing and Urban Development.
  • Sharifi, S., & Toopchi-Nezhad, H. (2018). Seismic response modification factor of RC-frame structures based on limit state design. International Journal of Civil Engineering, 16(9), 1185–1200. https://doi.org/10.1007/s40999-017-0276-6
  • Uang, C. (1991). Establishing R (or Rw) and Cd factors for building seismic provisions. Journal of Structural Engineering, 117(1), 19–28. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:1(19)